TECHNICAL PAPERS
May 1, 2008

Comparative Evaluation of Micro-Deval Abrasion Test with Other Toughness/Abrasion Resistance and Soundness Tests1

Publication: Journal of Materials in Civil Engineering
Volume 20, Issue 5

Abstract

This study presents the findings from a research investigation conducted to characterize the toughness/abrasion resistance and soundness of aggregates from 23 sources using the micro-Deval, Los Angeles (LA) abrasion, sodium sulfate soundness, and magnesium sulfate soundness tests. Correlations between the results of micro-Deval test and other tests were explored, and the NCHRP 4-19 study recommendation of maximum loss of 18% in micro-Deval test to characterize good versus poor aggregates was evaluated against the field performance of the aggregate. Also, the effect of aggregate gradation on the loss observed in micro-Deval and LA abrasion tests was studied. Based on the results from this study, the recommendations from the NCHRP 04-19 study appear to be valid for the aggregates evaluated. Also, a high degree of correlation was observed between the size of the aggregate evaluated and the micro-Deval loss, with smaller sized aggregates yielding larger loss. Good correlation was observed between results of sodium sulfate and magnesium sulfate soundness tests, however, no significant correlation was observed between the losses observed in micro-Deval test and either of the two sulfate soundness tests or the LA abrasion test.

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Acknowledgments

The writers would like to acknowledge the support and information provided by SCDOT for this project. Thanks are extended in particular to Mr. Merrill Zwanka and Mr. Mike Lockman of SCDOT. Gratitude is also expressed to personnel from Vulcan Materials, Martin Marietta Materials, Hanson Aggregates, and Carolina Aggregate Products for generously providing the aggregates for this study and former students of Clemson University, Mr. Gresham Barker and Mr. John Deirlein, for help with conducting tests in this project.

References

AASHTO. (2004a). “Standard test method for resistance of coarse aggregate to degradation by abrasion in the micro-Deval apparatus, standard specifications for transportation materials and methods for sampling and testing. Part-2B: Tests.” AASHTOT-327, Washington, D.C.
AASHTO T-96. (2004b). “Standard method of test for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine, standard specifications for transportation materials, and methods for sampling, and testing. Part-2A: Tests.” AASHTO T-96, Washington, D.C.
AASHTO T-104. (2004c). “Standard method of test for soundness of aggregate by use of sodium sulfate or magnesium sulfate, standard specifications for transportation materials, and methods for sampling and testing. Part-2A: Tests.” AASHTO T-104, Washington, D. C.
Barksdale, R. (1991). The aggregate handbook, National Stone, Sand and Gravel Association, Arlington, Va.
Cooley, L. A., Jr., and James, R. S. (2003). “Micro-Deval testing of aggregates in southeast.” Transportation Research Record. 1837, Transportation Research Board, Washington, D.C., 73–79.
Hunt, E. A. (2001). “Micro-Deval coarse aggregate test evaluation.” Final Rep. No. OR-RD-01-13, Grant SR-547, Oregon Department of Transportation, Salem, Ore., 35.
Jayawickrama, P. W., Hossain, M. S., and Phillips, W. F. (2006). “Evaluation of aggregate durability using micro-Deval test.” Proc., TRB 2006 Annual Meeting (CD-ROM), Paper 06-2314, Transportation Research Board, Waashington, D.C., 24.
Kandhal, P. S., and Parker, F., Jr. (1998). “Aggregate tests related to asphalt concrete performance in pavements.” National Cooperative Highway Research Program Rep. No. 405, Transportation Research Board, National Research Council, Washington, D.C., 103.
Phillips, W. F., and Jayawickrama, P. W. (2000). “Evaluation of pavement aggregate durability using the Micro-Deval test.” Proc., Texas Section American Society of Civil Engineers, Fall Meeting, El Paso, Tex., 217–226.
Phillips, W. F., Jayawickrama, P. W., Hossain, M. S., and Lehman, T. M. (2000). “Comparative analysis of the micro-Deval and magnesium sulfate soundness tests.” Rep. No. TX/99/1771-1R, Texas Department of Transportation, Austin, Tex.
Rogers, C. A. (1998). “Canadian experience with micro-Deval test for aggregates.” Advances in aggregates and armourstone evaluation, Geological Society Engineering Geology Special Publications, J.-P. Latham, ed., Vol. 13, Oxford, U.K., 139–147.
Seniors, S. A., and Rogers, C. A. (1991). “Laboratory tests for predicting coarse aggregate performance in Ontario.” Transportation Research Record. 1301, Transportation Research Board, Washington, D.C., 97–106.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 20Issue 5May 2008
Pages: 343 - 351

History

Received: Feb 21, 2006
Accepted: Oct 16, 2006
Published online: May 1, 2008
Published in print: May 2008

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Notes

Presented at the 2005 TRB 84th Annual Meeting in Washington, D.C.
Note. Associate Editor: Baoshan Huang

Authors

Affiliations

Prasada Rao Rangaraju [email protected]
P.E.
Assistant Professor, Dept. of Civil Engineering, Clemson Univ., 220 Lowry Hall, Clemson, SC 29634 (corresponding author). E-mail: [email protected]
Jonathan Edlinski
Graduate Student, Dept. of Civil Engineering, Clemson Univ., 139 Lowry Hall, Clemson, SC 29634.

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